PROPOSED UPLAND LANDFILL HYDROGEOLOGICAL REVIEW …...tp3-17 tp5-17 tp9-17 tp8-17 tp7-17 tp4-17...

PROPOSED UPLAND LANDFILL

HYDROGEOLOGICAL REVIEW BY

GW SOLUTIONS

Victoria, October 6, 2017

1

OUTLINE

Setting

Sensitive Receptors - Issues

Completed Work

Remaining Questions

2

OUTLINE

Setting

3

44km

Image©2017DigitalGlobe



©2017Google

©2017Google

©2017Google

Image©2017IMTCAN

Image©2017IMTCAN

Image©2017IMTCAN

Rico Lake

Campbell River Water Intake

Cold Creek

Quinsam River Hatchery

Quinsam River

McIvor Lake

John Hart Lake

Campbell River

Uplands Landfill

5

Rico Lake

Cold Creek

Quinsam River Hatchery

Groundwater flow

6

!(Ó

Cold

Creek

McIvorLake

RicoLake

CampbellLake

John HartLake

Fli n tof fCreek

Casey Cr

eek

Wil low Creek

Qui nsamRiver

Sno wdonCree

k

High

way

28Inland Island H

ighway

Inla

ndIs

land

Hig

hway847 IIB (8)

975 IIA (10)

976 IIC (7)

FIGURE 2.1

088877-03 May 23, 2017

GIS File: Q:\GIS\PROJECTS\88000s\88877\Layouts\009\88877-03(009)GIS-OT006.mxd

DRAINAGE MAP

Source: CanVec Edition 1.1 © Department of Natural Resources Canada. All rights reserved. National Road Network 2.0 GeoBaseCoordinate System: NAD 1983 UTM Zone 10N

UPLANDS EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT

SITE

0 600 1,200 1,800

Meters

LegendAquifer Demand

Unconsolidated Medium Productivity

Unconsolidated Low Productivity

Wetland

Watercourse

Manmade Hydrographic Entity (Dam)

!(Ó Quinsam River Hatchery975 IIA (10) - Aquifer Name975 - Aquifer TagIIC - Aquifer Classification

CAMPBELL RIVER

Ladore Dam

John HartDam

Mapped Aquifers and Drainage

Map provided by Uplands

7

!(Ó

Cold

Creek

McIvorLake

RicoLake

CampbellLake

John HartLake

Fli n tof fCreek

Casey Cr

eek

Wil low Creek

Qui nsamRiver

Sno wdonCree

k

High

way

28Inland Island H

ighway

Inla

ndIs

land

Hig

hway847 IIB (8)

975 IIA (10)

976 IIC (7)

FIGURE 2.1

088877-03 May 23, 2017


DRAINAGE MAP



SITE

0 600 1,200 1,800

Meters




Wetland

Watercourse



CAMPBELL RIVER

Ladore Dam

John HartDam

?

Unknown Aquifers and Groundwater Regime

8

GOLD R

IVER H

IGHWA

Y

2047-R

LOT A

PLAN 42515

632m

2-

35-4

8

113 OPP

105 OPP BCLS724

110 OIP

LOT C

SHOP

OFFICE

SHED

104 OIP

112 OIP

WASH PLANT

NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2

PLAN 42515

524.777m 271-28-27231.223m 271-28-27

244.

553m

2-2

2-42

243.

443m

2-2

2-42

301.764m

65-58-15

236.236

m 65-58

-15

137m 136-50-24

+

+M

FUEL TANK

S

2015-2017 PRODUCTION AREA

RICO LAKE

STRATA LOT 1

PLAN VIS6756

STRATA LOT 2

PLAN VIS6756

LOT A

PLAN 42515

LOT 6

PLAN 31913

LOT 6

PLAN 31913

ARGONAUT ROADMcIVOR LAKE

LOT A

PLAN 30709

EXPLOSIVES SHELTER

EXPLOSIVES SHELTER

EXPLOSIVES SHELTER

EX

PLO

SIV

ES

SH

ELT

ER

WEIGHSCALE

50.0m BUFFER ZONE

2015 - 2018PRODUCTION AREA

ASPHALT STOCKPILE

CONCRETE STOCKPILE

LEGENDEXISTING MAJOR CONTOURS

EXISTING MINOR CONTOUR

PROPERTY LINE

EXISTING LAKE

EXISTING ACCESS ROADWAY

165.00

CAD File: 88877-02(002)GN-WA010.DWG

May 17, 2016

88877-02

FIGURE 1.1

UPLAND EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT

SITE PLAN

SOURCE: TOPOGRAPHICAL SURVEY CONDUCTED BY UPLAND CONTRACTING LTD., JANUARY 29 2015

0 40 80 120m 0.25

LIMIT OF EXCAVATION FOR PROPOSED LANDFILL

LIMIT OF WASTE FOR PROPOSED LANDFILL

Proposed Landfill

9

C a m p b e l l R i v e r

W a t e r s h e d

Q u i n s a mR i v e r

W a t e r s h e d

Argonaut Road

Highway

28

0 100 200 300

Meters

FIGURE 2.0B

88877-03 May 24, 2017

GIS File: Q:\GIS\PROJECTS\88000s\88877\Layouts\009\88877-03(009)GIS-WA003.mxd

LOCAL WATERSHED MAP(ACCORDING TO AERIAL SITE SURVEY ELEVATIONS)

Legend

Limit of Waste

Property Line

Excavated Pit Area (Infiltration to Groundwater)

Extent of Site Aerial Survey (2010-11-16)

General Surface Water Flow Direction

Survey Watershed Boundary

Inferred Watershed Boundary

Freshwater Atlas Watershed Boundary

Catchments

Quinsam River Watershed (Flows Towards Pitand Infiltrates Ground)

Quinsam River Watershed (Flows East)

Campbell River Watershed (Flows West)

Coordinate System:NAD 1983 UTM Zone 10N

Sources: CanVec Edition 1.1 © Department of Natural Resources Canada, all rights reserved. National Road Network 2.0 GeoBase. Air photo: © TerraServer, captured September 12th 2014.Watershed Boundaries (Campbell River & Quinsam River) from BC Freshwater Atlas, 2016. Freshwater Atlas derives watershed boundaries from 1:20,000 TRIM elevations. Watershed boundary through and adjacent to property line reflects field observations & on-site aerial survey completed on 2010-11-16.


Estimated Drainage

OUTLINE

Setting


10

114km




©2017Google

©2017Google

©2017Google

Image©2017IMTCAN

Image©2017IMTCAN

Image©2017IMTCAN

Rico Lake Drinking

Water

Campbell River Water Intake

Cold CreekQuinsam River

Hatchery

Quinsam River

McIvor Lake

John Hart Lake

Campbell River

Sensitive Receptors

Aquatic Ecosystems

OUTLINE

Setting


Completed Work

12

13

GOLD

RIVER

HIGH

WAY

2047-R

LOT A

PLAN 42515

632m

2-

35-4

8

113 OPP

105 OPP BCLS724

110 OIP

SHOP

OFFICE

SHED

104 OIP

112 OIP

WASH PLANT


524.777m 271-28-27231.223m 271-28-27

244.

553m

2-2

2-42

243.

443m

2-2

2-42

301.764

m 65-58

-15

236.236

m 65-58

-15

137m 136-50-24

+


RICO LAKE

STRATA LOT 1

PLAN VIS6756

STRATA LOT 2

PLAN VIS6756

LOT A

PLAN 42515

LOT 6

PLAN 31913

LOT 6

PLAN 31913


LOT A

PLAN 30709

EXPLOSIVES SHELTER

EX

PLO

SIV

ES

SH

ELT

ER

WEIGHSCALE

50.0m BUFFER ZONE

APPROXIMATE LOCATIONOF PERMITTED BURN AREA


ASPHALT STOCKPILE

CONCRETE STOCKPILE

SW15-02

BH1-16

SW15-01(APPROXIMATELY1 KM NORTH)

RICO GAUGE

SW16-03

MW5A-15

MW7-17

MW6-17

BH2-16

MW3-14

BH5-15MW5B-15

MW10-17

MW2-14MW4A-15

RW-98020

MW9-17

MW8-17

MW1-14

LOT C

PLAN 42515

EXPLOSIVES SHELTER

EXPLOSIVES SHELTER

K&D CONTRACTING LTD.

PROPOSED INFILTRATION POND

PROPOSED AERATION PONDMW4B-15

MW2A-16

TP2-17

TP1-17

TP3-17

TP5-17

TP9-17

TP8-17

TP7-17TP4-17

TP6-17

RW-98020

0 40 80 120m 0.25


May 23, 2017

88877-03

FIGURE 1.4


MONITORING LOCATIONS

LEGEND


RESIDENTIAL WELL

SURFACE WATER SAMPLE LOCATIONSW15-01

RICO GAUGE SURFACE WATER GAUGE



EXISTING BOREHOLE

ABANDONED BOREHOLEBH5-15

BH1-16

SOURCE: TOPOGRAPHICAL SURVEY CONDUCTED BY McELHANNEY ASSOCIATES LAND SURVEYING LTD., NOVEMBER 21, 2016.

EXISTING MONITORING WELLMW6-17

EXISTING LAKE

EXISTING MAJOR CONTOURS (m AMSL)

EXISTING MINOR CONTOUR (m AMSL)

UPLAND EXCAVATING LTD. PROPERTY LINE

165.00

TP1-17 TEST PIT LOCATION

14

LOT C

PLAN 42515


GOLD

RIVER

HIGH

WAY

2047-R

LOT A

PLAN 42515

632m

2-

35-4

8

113 OPP

105 OPP BCLS724

SHOP

OFFICE

SHED

104 OIP

112 OIP

WASH PLANT


524.777m 271-28-27231.223m 271-28-27

243.

443m

2-2

2-42

301.764

m 65-58

-15

236.236

m 65-58

-15

137m 136-50-24

+


RICO LAKE

STRATA LOT 1

PLAN VIS6756

STRATA LOT 2

PLAN VIS6756

LOT A

PLAN 42515

LOT 6

PLAN 31913

LOT 6

PLAN 31913


LOT A

PLAN 30709

EXPLOSIVES SHELTER

EX

PLO

SIV

ES

SH

ELT

ER

WEIGHSCALE

50.0m BUFFER ZONE



ASPHALT STOCKPILE

CONCRETE STOCKPILE

*

BH1-16145.3

MW2-14

*

*

*

*

BH5-15

110 OIP

244.

553m

2-2

2-42

152

150

150180

192

BH2-16153.80

MW5B-15*

MW4A-15150.25

*

182.07183.16

183.53

180

152

190 188186 184

184188

19217

6

174

182

184.06

MW10-17

15

LOT C

PLAN 42515


GOLD

RIVER

HIGH

WAY

2047-R

LOT A

PLAN 42515

632m

2-

35-4

8

113 OPP

105 OPP BCLS724

110 OIP

SHOP

OFFICE

SHED

104 OIP

112 OIP

WASH PLANT


524.777m 271-28-27231.223m 271-28-27

244.

553m

2-2

2-42

243.

443m

2-2

2-42

301.764

m 65-58

-15

236.236

m 65-58

-15

137m 136-50-24

+

RICO LAKE

STRATA LOT 1

PLAN VIS6756

STRATA LOT 2

PLAN VIS6756

LOT A

PLAN 42515

LOT 6

PLAN 31913

LOT 6

PLAN 31913


LOT A

PLAN 30709

EXPLOSIVES SHELTER

EX

PLO

SIV

ES

SH

ELT

ER

WEIGHSCALE

50.0m BUFFER ZONE


ASPHALT STOCKPILE

CONCRETE STOCKPILE

BH2-16

BH1-16

178

178

*

**

EXPLOSIVES SHELTER


PROPOSED AERATION POND

EXPLOSIVES SHELTER

MW2-14158.0

MW5B-15185.9

MW5A-15184.2

MW1-14165.2

RW-98020179.9

MW9-17167.2

BH5-15

MW7-17184.6


176

176

174

174

172

172

170

170

168

168

166

166

164

164

162

162

160

160

158

158

156

156

154

154

152

152

150

150

MW3-14156.4

MW10-17150.1

MW2A-16158.1

MW4B-15163.6

MW8-17172.8

MW6-17177.9

MW4A-15165.9

*

180

(MEASURED AT LADORE DAM177.6LOCATED APPROX. 1.7km NW)

(2)

RICO GAUGE180.4


RW-98020

MW3-14

0 40 80 120m 0.25


May 23, 2017

88877-03

FIGURE 2.9


GROUNDWATER ELEVATION CONTOURSSAND & GRAVEL AQUIFER - APRIL 6, 2017

LEGEND


EXISTING MONITORING WELL

RESIDENTIAL WELL




EXISTING BOREHOLE

ABANDONED BOREHOLEBH5-15BH1-16

GROUNDWATER ELEVATION (m AMSL)

GROUNDWATER CONTOUR (m AMSL)

172.8

170


GROUNDWATER FLOW DIRECTION

NOT USED IN CONTOURING

NOTES:1. RW-98020 WATER ELEVATION WAS MEASURED FEBRUARY 15, 2016.

*MW4A-15165.9

INFERRED GROUNDWATER CONTOUR (m AMSL)178APPROXIMATE GROUNDWATER DIVIDEEXISTING LAKE




165.00

2. BASED ON BC HYDRO RECORD OF WATER ELEVATIONS AT LADORE DAM RECORDED EVERY 3 HOURS. (https://www.bchydro.com/energy-in-bc/our_system/transmission_reservoir_data/previous_reservoir_elevations/vancouver_island/ladore_ldr.html)

16

ELE

VA

TIO

N (m

AM

SL)

ELE

VA

TIO

N (m

AM

SL)

0+00

0

0+05

0

0+10

0

0+15

0

0+20

0

0+25

0

0+30

0

0+35

0

0+40

0

150

155

160

165

170

175

150

155

160

165

170

175

DNORTHWEST

D'SOUTHEAST

145145

140140

135135

130130

125125

MW

3-14

BH

2-16

LIM

IT O

F E

CA

VA

TIO

N

ED

GE

OF

RO

AD

FOR

PR

OP

OS

ED

LA

ND

FILL

ED

GE

OF

RO

AD

ED

GE

OF

RO

AD

ED

GE

OF

RO

AD

LIM

IT O

F E

CA

VA

TIO

NFO

R P

RO

PO

SE

D L

AN

DFI

LL

MW

4A-1

5

ED

GE

OF

RO

AD

HORZ 1:3000SECTION D-D'

figure 2.2VERT 1:750

180

185

190

195

180

185

190

195

LIM

IT O

F W

AS

TE F

OR

PR

OP

OS

ED

LA

ND

FILL

MW

4B-1

5

BO

UN

DA

RY

ED

GE

OF

RO

AD

ED

GE

OF

RO

AD

0+45

0

0+50

0

0+55

0

0+60

0

0+65

0

0+70

0

0+75

0

0+80

0

MW

10-1

7

120

115

110

105

100

120

115

110

105

100

PR

OP

ER

TY

LIM

IT O

F W

AS

TE F

OR

PR

OP

OS

ED

LA

ND

FILL

McI

VO

R L

AK

E

ED

GE

OF

RO

ADG

OLD

RIV

ER

HIG

HW

AY

MW

6-17

0+85

0

0+90

0

0+95

0

0+10

00

0+10

50

CAD File: P:\drawings\88000s\88877\88877 - REPORTS\88877-03(009)\88877-03(009)GN\88877-03(009)GN-WA006.DWG

May 23, 2017

88877-03

FIGURE 2.6

UPLAND EXCVAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT

CROSS-SECTION D-D'

LEGENDSAND AND GRAVEL

SANDY SILT

BEDROCK (BASALT)

SCREEN INTERVAL

WATER LEVEL (m AMSL) (APRIL 6, 2017)

17

BH

2-1

6

MW

4A

-15

MW

4B

-15

AC

CE

SS

RO

AD

PRECIPITATION

AC

CE

SS

RO

AD

GO

LD

RIV

ER

HIG

HW

AY

McIV

OR

LA

KE

AC

CE

SS

RO

AD

UPLANDS EXCAVATING SITE

RIC

O L

AK

E

PRECIPITATION

MW

5A

-15

(Off

se

t)

RW

-98

02

0

(Off

se

t)

RIC

O G

AU

GE

WATERSHED DIVIDE

(BEDROCK OUTCROP

AREAS)

BEDROCK UNSATURATED

SATURATED

SAND

AND

GRAVEL

NOT TO SCALE

GROUNDWATER INFLOW

OUT OF PAGE FROM

McIVOR LAKE

WEST SOUTHEAST

QUINSAM RIVER

WATERSHED

DISCHARGE TO

GROUNDWATER


May 23, 2017

88877-03

FIGURE 3.0C

UPLAND EXCAVATING LTD.


HYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT

CONCEPTUAL FLOW MODEL -

SCHEMATIC CROSS-SECTION - WEST-SOUTHEAST

NOTES:1. ONSITE TOPOGRAPHY IS BASED ON THE TOPOGRAPHICAL SURVEY CONDUCTED BY McELHANNEY ASSOCIATE LAND SURVEYING LTD., NOVEMBER 21, 2016.2. OFFSITE TOPOGRAPHY HAS BEEN ESTIMATED USING ESRI TOPOGRAPHIC BASEMAP, ACCESSED 2017; BRITISH COLUMBIA MINISTRY OF ENVIRONMENT,

WATER PROTECTION AND SUSTAINABILITY BRANCH, SEPTEMBER 11, 2014.3. RICO LAKE IS APPROXIMATELY 12 M DEEP (LAKE BOTTOM IS AT 168 mAMSL) - MEASURED BY CAMPBELL RIVER ENVIRONMENTAL COMMITTEE.4. ALL LOCATIONS ARE APPROXIMATE AND MEANT TO DEMONSTRATE CONCEPTUAL FLOW DIRECTION.

LEGEND

SAND AND GRAVEL

SURFACE WATER

BEDROCK

SCREEN INTERVAL

WATER LEVEL

FLOW DIRECTION

18

NORTH SOUTHEAST

MW

3-14

BH

2-16

AC

CE

SS

RO

AD

MW

4A-1

5M

W4B

-15

MW

8-17

AC

CE

SS

RO

AD

MW

10-1

7

AC

CE

SS

RO

AD

AC

CE

SS

RO

AD

AC

CE

SS

RO

AD

GO

LD R

IVE

R H

IGH

WA

Y

McI

VO

R L

AK

E


PRECIPITATION

PRECIPITATION

BEDROCK

UNSATURATED

SATURATED

SANDAND

GRAVELSAND AND GRAVELVERY DENSE

DISCHARGE TOQUINSAM RIVER

NOT TO SCALE

BEDROCKINFERRED

BEDROCKINFERRED

WATERSHED

500m FROMPROPERTY

LINE

GROUNDWATERSAND AND GRAVEL


May 23, 2017

88877-03

FIGURE 3.0B


CONCEPTUAL FLOW MODEL -SCHEMATIC CROSS-SECTION - NORTH-SOUTHEAST


WATER PROTECTION AND SUSTAINABILITY BRANCH, SEPTEMBER 11, 2014.3. ALL LOCATIONS ARE APPROXIMATE AND MEANT TO DEMONSTRATE CONCEPTUAL FLOW DIRECTION.

LEGEND

SAND AND GRAVEL

SURFACE WATER

BEDROCK

SCREEN INTERVAL

WATER LEVEL

FLOW DIRECTIONINFERRED BEDROCK

19

LIMIT OF EXCAVATION

LIMIT OF WASTE

RICO GAUGE

BH5-15

GOLD

RIVE

R HI

GHWA

Y

2047-R

LOT A

PLAN 42515

632m

2

-35-4

8

113 OPP

105 OPP BCLS724

110 OIP

LOT C

SHOP

SHED

104 OIP


PLAN 42515

524.777m 271-28-27

231.223m 271-28-27

244.5

53m

2-2

2-4

2

243.4

43m

2-2

2-4

2

301.76

4m 65

-58-15

137m 136-50-24

+

+ M

FUEL TA

NKS

EXPLOSIVES SHELTER

EXPLOSIVES SHELTER

EXPLOSIVES SHELTER

EX

PLO

SIV

ES

SH

ELT

ER

STRATA LOT 1

PLAN VIS6756

STRATA LOT 2

PLAN VIS6756

LOT A

PLAN 42515

LOT 6

PLAN 31913

LOT 6

PLAN 31913

2015 - 2018

PRODUCTION AREA

McIVOR LAKE

ARGONAUT ROAD

LOT A

PLAN 30709

RICO LAKE

WEIGHSCALE

112 OIP

SETTLING PONDS

WASH PLANT

OFFICE

SW15-02

BH1-16


MW5A-15

MW7-17

MW6-17

BH2-16

MW3-14

MW5B-15

MW10-17

MW4A-15

RW-98020

MW9-17

MW8-17

MW1-14

MW4B-15

STORAGEAREA

STORAGEAREA

STORAGEAREA

STORAGEAREA

ASPHALT STOCKPILE

CONCRETE STOCKPILE

236.23

6m 65

-58-15

MW2-14 MW2A-16

MW13

MW11MW12

LEGEND

EXISTING MAJOR CONTOURS


PROPERTY LINE

EXISTING LAKE


LIMIT OF WASTE

LIMIT OF EXCAVATION

TREES/VEGETATION


RESIDENTIAL WELL

EXISTING BOREHOLE

ABANDONED BOREHOLE

SURFACE WATER SAMPLE LOCATION

SURFACE WATER GAUGE

MW3-14

BH5-15

SW15-01

BH5-15

RICO GAUGE

RW-98020

MONITORING WELL INCLUDED IN PROPOSEDENVIRONMENTAL MONITORING PROGRAM

APPROXIMATE LOCATION OF PROPOSED MONITORINGWELL INCLUDED IN PROPOSED ENVIRONMENTALMONITORING PROGRAM (DURING LANDFILL OPERATIONS)

MW2-14

MW12


May 31, 2017

88877-03

FIGURE 14.1

UPLAND EXCAVATING LIMITEDPROPOSED UPLAND LANDFILL2017 DESIGN, OPERATION, AND CLOSURE PLAN

ENVIRONMENTAL MONITORING PROGRAMPROPOSED MONITORING LOCATIONS

0 40 80 120m 1-4000

SOURCES:TOPOGRAPHICAL SURVEY CONDUCTED BY UPLANDCONTRACTING LTD., JANUARY 29 2015TOPOGRAPHIC SURVEY PLAN OF UPLANDS EXCAVATINGGRAVEL PIT CONDUCTED BY McELHANNEY ASSOCIATES LANDSURVEYING LTD. COMPLETED ON NOVEMBER 21ST, 2016.

Proposed Long-term Monitoring

OUTLINE

Setting


Completed Work

Remaining Questions

20

21

!(Ó

Cold

Creek

McIvorLake

RicoLake

CampbellLake

John HartLake

Fli n tof fCreek

Casey Cr

eek

Wil low Creek

Qui nsamRiver

Sno wdonCree

k

High

way

28

Inland Island Highw

ay

Inla

ndIs

land

Hig

hway847 IIB (8)

975 IIA (10)

976 IIC (7)

FIGURE 2.1

088877-03 May 23, 2017


DRAINAGE MAP



SITE

0 600 1,200 1,800

Meters




Wetland

Watercourse



CAMPBELL RIVER

Ladore Dam

John HartDam

?

Connection of the Site with Regional Groundwater

Connection of the Site to Regional Groundwater

?

?

?

?

22

BH

2-1

6

MW

4A

-15

MW

4B

-15

AC

CE

SS

RO

AD

PRECIPITATION

AC

CE

SS

RO

AD

GO

LD

RIV

ER

HIG

HW

AY

McIV

OR

LA

KE

AC

CE

SS

RO

AD


RIC

O L

AK

E

PRECIPITATION

MW

5A

-15

(Off

se

t)

RW

-98

02

0

(Off

se

t)

RIC

O G

AU

GE

WATERSHED DIVIDE

(BEDROCK OUTCROP

AREAS)

BEDROCK UNSATURATED

SATURATED

SAND

AND

GRAVEL

NOT TO SCALE

GROUNDWATER INFLOW

OUT OF PAGE FROM

McIVOR LAKE

WEST SOUTHEAST

QUINSAM RIVER

WATERSHED

DISCHARGE TO

GROUNDWATER


May 23, 2017

88877-03

FIGURE 3.0C

UPLAND EXCAVATING LTD.


HYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT

CONCEPTUAL FLOW MODEL -

SCHEMATIC CROSS-SECTION - WEST-SOUTHEAST


WATER PROTECTION AND SUSTAINABILITY BRANCH, SEPTEMBER 11, 2014.3. RICO LAKE IS APPROXIMATELY 12 M DEEP (LAKE BOTTOM IS AT 168 mAMSL) - MEASURED BY CAMPBELL RIVER ENVIRONMENTAL COMMITTEE.4. ALL LOCATIONS ARE APPROXIMATE AND MEANT TO DEMONSTRATE CONCEPTUAL FLOW DIRECTION.

LEGEND

SAND AND GRAVEL

SURFACE WATER

BEDROCK

SCREEN INTERVAL

WATER LEVEL

FLOW DIRECTION

Groundwater Flow in Fractured Bedrock Aquifer

23

LOT C

PLAN 42515


GOLD

RIVER

HIGH

WAY

2047-R

LOT A

PLAN 42515

632m

2-

35-4

8

113 OPP

105 OPP BCLS724

110 OIP

SHOP

OFFICE

SHED

104 OIP

112 OIP

WASH PLANT


524.777m 271-28-27231.223m 271-28-27

244.

553m

2-2

2-42

243.

443m

2-2

2-42

301.764

m 65-58

-15

236.236

m 65-58

-15

137m 136-50-24

+

RICO LAKE

STRATA LOT 1

PLAN VIS6756

STRATA LOT 2

PLAN VIS6756

LOT A

PLAN 42515

LOT 6

PLAN 31913

LOT 6

PLAN 31913


LOT A

PLAN 30709

EXPLOSIVES SHELTER

EX

PLO

SIV

ES

SH

ELT

ER

WEIGHSCALE

50.0m BUFFER ZONE


ASPHALT STOCKPILE

CONCRETE STOCKPILE

BH2-16

BH1-16

178

178

*

**

EXPLOSIVES SHELTER



EXPLOSIVES SHELTER

MW2-14158.0

MW5B-15185.9

MW5A-15184.2

MW1-14165.2

RW-98020179.9

MW9-17167.2

BH5-15

MW7-17184.6


176

176

174

174

172

172

170

170

168

168

166

166

164

164

162

162

160

160

158

158

156

156

154

154

152

152

150

150

MW3-14156.4

MW10-17150.1

MW2A-16158.1

MW4B-15163.6

MW8-17172.8

MW6-17177.9

MW4A-15165.9

*

180


(2)

RICO GAUGE180.4


RW-98020

MW3-14

0 40 80 120m 0.25


May 23, 2017

88877-03

FIGURE 2.9



LEGEND



RESIDENTIAL WELL




EXISTING BOREHOLE




172.8

170





*MW4A-15165.9





165.00


185.9 m185 m

180 m

175 m170 m

165 m

Groundwater Flow in Fractured Bedrock Aquifer

?

??

?

24

LOT C

PLAN 42515


GOLD

RIVER

HIGH

WAY

2047-R

LOT A

PLAN 42515

632m

2-

35-4

8

113 OPP

105 OPP BCLS724

SHOP

OFFICE

SHED

104 OIP

112 OIP

WASH PLANT


524.777m 271-28-27231.223m 271-28-27

243.

443m

2-2

2-42

301.764

m 65-58

-15

236.236

m 65-58

-15

137m 136-50-24

+


RICO LAKE

STRATA LOT 1

PLAN VIS6756

STRATA LOT 2

PLAN VIS6756

LOT A

PLAN 42515

LOT 6

PLAN 31913

LOT 6

PLAN 31913


LOT A

PLAN 30709

EXPLOSIVES SHELTER

EX

PLO

SIV

ES

SH

ELT

ER

WEIGHSCALE

50.0m BUFFER ZONE



ASPHALT STOCKPILE

CONCRETE STOCKPILE

*

BH1-16145.3

MW2-14

*

*

*

*

BH5-15

110 OIP

244.

553m

2-2

2-42

152

150

150180

192

BH2-16153.80

MW5B-15*

MW4A-15150.25

*

182.07183.16

183.53

180

152

190 188186 184

184188

19217

6

174

182

184.06

MW10-17

25

LOT C

PLAN 42515


GOLD

RIVER

HIGH

WAY

2047-R

LOT A

PLAN 42515

632m

2-

35-4

8

113 OPP

105 OPP BCLS724

110 OIP

SHOP

OFFICE

SHED

104 OIP

112 OIP

WASH PLANT


524.777m 271-28-27231.223m 271-28-27

244.

553m

2-2

2-42

243.

443m

2-2

2-42

301.764

m 65-58

-15

236.236

m 65-58

-15

137m 136-50-24

+

RICO LAKE

STRATA LOT 1

PLAN VIS6756

STRATA LOT 2

PLAN VIS6756

LOT A

PLAN 42515

LOT 6

PLAN 31913

LOT 6

PLAN 31913


LOT A

PLAN 30709

EXPLOSIVES SHELTER

EX

PLO

SIV

ES

SH

ELT

ER

WEIGHSCALE

50.0m BUFFER ZONE


ASPHALT STOCKPILE

CONCRETE STOCKPILE

BH2-16

BH1-16

178

178

*

**

EXPLOSIVES SHELTER



EXPLOSIVES SHELTER

MW2-14158.0

MW5B-15185.9

MW5A-15184.2

MW1-14165.2

RW-98020179.9

MW9-17167.2

BH5-15

MW7-17184.6


176

176

174

174

172

172

170

170

168

168

166

166

164

164

162

162

160

160

158

158

156

156

154

154

152

152

150

150

MW3-14156.4

MW10-17150.1

MW2A-16158.1

MW4B-15163.6

MW8-17172.8

MW6-17177.9

MW4A-15165.9

*

180


(2)

RICO GAUGE180.4


RW-98020

MW3-14

0 40 80 120m 0.25


May 23, 2017

88877-03

FIGURE 2.9



LEGEND



RESIDENTIAL WELL




EXISTING BOREHOLE




172.8

170





*MW4A-15165.9





165.00


No Data

Assumed groundwater flow

Groundwater Regime Not Defined in NE Quadrant

26

LIMIT OF EXCAVATION

LIMIT OF WASTE

RICO GAUGE

BH5-15

GOLD

RIVE

R HI

GHWA

Y

2047-R

LOT A

PLAN 42515

632m

2

-35-4

8

113 OPP

105 OPP BCLS724

110 OIP

LOT C

SHOP

SHED

104 OIP


PLAN 42515

524.777m 271-28-27

231.223m 271-28-27

244.5

53m

2-2

2-4

2

243.4

43m

2-2

2-4

2

301.76

4m 65

-58-15

137m 136-50-24

+

+ M

FUEL TA

NKS

EXPLOSIVES SHELTER

EXPLOSIVES SHELTER

EXPLOSIVES SHELTER

EX

PLO

SIV

ES

SH

ELT

ER

STRATA LOT 1

PLAN VIS6756

STRATA LOT 2

PLAN VIS6756

LOT A

PLAN 42515

LOT 6

PLAN 31913

LOT 6

PLAN 31913

2015 - 2018

PRODUCTION AREA

McIVOR LAKE

ARGONAUT ROAD

LOT A

PLAN 30709

RICO LAKE

WEIGHSCALE

112 OIP

SETTLING PONDS

WASH PLANT

OFFICE

SW15-02

BH1-16


MW5A-15

MW7-17

MW6-17

BH2-16

MW3-14

MW5B-15

MW10-17

MW4A-15

RW-98020

MW9-17

MW8-17

MW1-14

MW4B-15

STORAGEAREA

STORAGEAREA

STORAGEAREA

STORAGEAREA

ASPHALT STOCKPILE

CONCRETE STOCKPILE

236.23

6m 65

-58-15

MW2-14 MW2A-16

MW13

MW11MW12

LEGEND

EXISTING MAJOR CONTOURS


PROPERTY LINE

EXISTING LAKE


LIMIT OF WASTE

LIMIT OF EXCAVATION

TREES/VEGETATION


RESIDENTIAL WELL

EXISTING BOREHOLE

ABANDONED BOREHOLE

SURFACE WATER SAMPLE LOCATION

SURFACE WATER GAUGE

MW3-14

BH5-15

SW15-01

BH5-15

RICO GAUGE

RW-98020

MONITORING WELL INCLUDED IN PROPOSEDENVIRONMENTAL MONITORING PROGRAM

APPROXIMATE LOCATION OF PROPOSED MONITORINGWELL INCLUDED IN PROPOSED ENVIRONMENTALMONITORING PROGRAM (DURING LANDFILL OPERATIONS)

MW2-14

MW12


May 31, 2017

88877-03

FIGURE 14.1

UPLAND EXCAVATING LIMITEDPROPOSED UPLAND LANDFILL2017 DESIGN, OPERATION, AND CLOSURE PLAN

ENVIRONMENTAL MONITORING PROGRAMPROPOSED MONITORING LOCATIONS

0 40 80 120m 1-4000

SOURCES:TOPOGRAPHICAL SURVEY CONDUCTED BY UPLANDCONTRACTING LTD., JANUARY 29 2015TOPOGRAPHIC SURVEY PLAN OF UPLANDS EXCAVATINGGRAVEL PIT CONDUCTED BY McELHANNEY ASSOCIATES LANDSURVEYING LTD. COMPLETED ON NOVEMBER 21ST, 2016.

Proposed Long-term Monitoring

Potential groundwater flow

Potentially impacted area- not proposed for monitoring

WRAP-UP

Completed hydrogeological study: Critical gaps remain.

Role played by fracture bedrock aquifer: Risks of impact to Rico Lake and Campbell River water supply still exist.

Groundwater in sand and gravel aquifer(s) discharges into sensitive aquatic ecosystems. Groundwater regime still to be defined.

27

THANK YOU

28

PROPOSED UPLAND LANDFILL HYDROGEOLOGICAL REVIEW …...tp3-17 tp5-17 tp9-17 tp8-17 tp7-17 tp4-17...

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